摘要
通过ABAQUS有限元分析程序对空间钢构架混凝土L形柱受力性能的非线性分析,分析比较了配筋形式、轴压比、混凝土强度等级以及加载角等因素对空间钢构架混凝土L形柱承载力和变形能力的影响,供工程设计参考.
The nonlinear analyses of the spatial steel frame concrete L-shaped columns are conducted with ABAQUS. The impact of the reinforcement form, axial-load ratios and the concrete intensity on the bearing capacity and deformability of the spatial steel frame concrete L-shaped column are analyzed, which gives references for design.
出处
《广西工学院学报》
CAS
2009年第2期77-81,共5页
Journal of Guangxi University of Technology
基金
建设部科研项目(99-031-2)资助
